Numerical Simulation of Shear Band Formation in Plane Strain Compression Tests on Sand
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概要
- 論文の詳細を見る
- 2001-08-01
著者
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Tatsuoka Fumio
Department Of Civil Engineering Tokyo University Of Science
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SIDDIQUEE M.
Department of Civil Engineering, Bangladesh University of Engineering and Technology
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TANAKA TADATSUGU
Department of Biological and Environmental Engineering, the University of Tokyo
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Siddiquee M.
Department Of Civil Engineering Bangladesh University Of Engineering And Technology
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SIDDIQUEE M.
Bangladesh University of Engineering and Technology
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TANAKA Tadatsugu
the University of Tokyo
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TATSUOKA Fumio
the University of Tokyo
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Tanaka Tadatsugu
Department Of Biological And Environmental Engineering The University Of Tokyo
関連論文
- EFFECTS OF PARTICLE CHARACTERISTICS ON THE VISCOUS PROPERTIES OF GRANULAR MATERIALS IN SHEAR
- VISCOUS PROPERTY OF LOOSE SAND IN TRIAXIAL COMPRESSION, EXTENSION AND CYCLIC LOADING
- VISCOUS BEHAVIOUR OF UNBOUND GRANULAR MATERIALS IN DIRECT SHEAR
- MODELLING AND SIMULATION OF RATE-DEPENDENT STRESS-STRAIN BEHAVIOUR OF GRANULAR MATERIALS IN SHEAR
- MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL
- VARIOUS VISCOSITY TYPES OF GEOMATERIALS IN SHEAR AND THEIR MATHEMATICAL EXPRESSION
- SMALL STRAIN STIFFNESS AND NON-LINEAR STRESS-STRAIN BEHAVIOUR OF CEMENT-MIXED GRAVELLY SOIL
- SMALL-STRAIN STRESS-STRAIN PROPERTIES OF EXPANDED POLYSTYRENE GEOFOAM
- STRAIN ENERGY-BASED ELASTO-VISCOPLASTIC CONSTITUTIVE MODELLING OF SAND FOR NUMERICAL SIMULATION
- VISCOUS PROPERTY OF TOYOURA SAND OVER A WIDE RANGE OF SHEAR DEFORMATION RATE AND ITS MODEL SIMULATION
- RESIDUAL DEFORMATION OF GEOSYNTHETIC-REINFORCED SAND IN PLANE STRAIN COMPRESSION AFFECTED BY VISCOUS PROPERTIES OF GEOSYNTHETIC REINFORCEMENT
- EFFECTS OF GEOSYNTHETIC REINFORCEMENT TYPE ON THE STRENGTH AND STIFFNESS OF REINFORCED SAND IN PLANE STRAIN COMPRESSION
- RATE-DEPENDENT LOAD-STRAIN BEHAVIOUR OF GEOGRID ARRANGED IN SAND UNDER PLANE STRAIN COMPRESSION
- EFFECTS OF REINFORCEMENT TYPE AND LOADING HISTORY ON THE DEFORMATION OF REINFORCED SAND IN PLANE STRAIN COMPRESSION
- VISCOUS PROPERTIES OF GRANULAR MATERIALS HAVING DIFFERENT PARTICLE SHAPES IN DIRECT SHEAR
- STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIAL
- TIME-DEPENDENT SHEAR DEFORMATION CHARACTERISTICS OF GEOMATERIALS AND THEIR SIMULATION
- Numerical Simulation of Shear Band Formation in Plane Strain Compression Tests on Sand
- RATE EFFECTS ON THE STRESS-STRAIN BEHAVIOUR OF EPS GEOFOAM
- VISCOUS BEHAVIOUR OF GEOGRIDS; EXPERIMENT AND SIMULATION
- TIME-DEPENDENT SHEAR DEFORMATION CHARACTERISTICS OF SAND AND THEIR CONSTITUTIVE MODELLING
- SIMULATION OF GEOSYNTHETIC-REINFORCED PLANE STRAIN COMPRESSION (PSC) TEST OF TOYOURA SAND